POST MILES SHEET TOTAL

Dist COUNTY ROUTE

TOTAL PROJECT No. SHEETS

TABLE

ROUND PEDESTAL SQUARE PEDESTAL SPREAD FOOTING

FESSIO
RO N
REGISTERED CIVIL ENGINEER P A
L
PIPE CAP PLATE SIZE CAP PLATE SIZE VERTICAL -BARS REINFORCEMENT
PEDESTAL VERTICAL -BARS
D
POST SPIRAL PEDESTAL HOOP

E
R

E
FOR CHORD FOR CHORD

N
E
TYPE SIZE SIZE

G
R E G IS T
EQUALLY EQUALLY (SEE NOTE 2) WIDTH LONGITUDINAL Jeffrey B. Woody

IN E E R
Ls 5 x 5 Ls 6 x 6 BAR BAR BAR # OF BARS BAR SPACING FOOTING
SPACED PITCH SPACED October 30, 2015
NPSTHICKNESS Dia SIZE SIZE SQUARE SIZE EA FACE SIZE STIRRUPS C41260
TOTAL TOTAL TOP BOTTOM TOP BOTTOM No.
PLANS APPROVAL DATE
Exp. 3-31-17
14 " 2-0" x 2-0" x 1" 2-2" x 2-2" x 1" 5-3" 16 #10 #5 3" 5-3" 16 #10 5 #5 3" 12-0" x 14-0" x 2-6" 14-#6 14-#7 13-#9 13-#9 #5 @ 12 THE STATE OF CALIFORNIA OR ITS OFFICERS
CIVIL
OR AGENTS SHALL NOT BE RESPONSIBLE FOR

S
T
A
T IA
16 2-2" x 2-2" x 1" 2-4" x 2-4" x 1" 12-0" x 14-0" x 2-6" 15-#6 15-#7 THE ACCURACY OR COMPLETENESS OF SCANNED E
OF OR
N
CALIF
COPIES OF THIS PLAN SHEET.
18 2-4" x 2-4" x 1" 2-6" x 2-6" x 1" 12-0" x 14-0" x 2-6" 15-#6 15-#7

20 2-6" x 2-6" x 1" 2-8" x 2-8" x 1" 13-0" x 14-0" x 2-6" 15-#6 15-#7 14-#9 14-#9

24 2-10" x 2-10" x 1"3-0" x 3-0" x 1" 5-9" #11 5-9" #11 13-0" x 16-0" x 2-6" 17-#7 17-#7 14-#11

24 " 13-0" x 17-0" x 2-6" 18-#7 18-#7

24 " 13-0" x 18-0" x 2-6" 19-#7 19-#7

24 " 13-0" x 18-0" x 2-6" 19-#7 19-#7

POST CAP PLATE,

SEE Std PLAN S13

GUSSET PLATE (Typ)

(SEE Std PLAN S6) HANDHOLE, NOTES:
Hex NUT, LOCATE AWAY FROM
LEVELING NUT TRAVELED WAY 1. For "General Notes", see Standard Plan S1.
FRAME DEPTH

AND WASHERS
2. Longer side of footing (longitudinal) shall be normal to axis of sign.

2015
" Min

1-3"
3. Backfill shall be in place prior to erection of post.

4" Max
4. Thread upper 10" of anchor bolts and galvanize upper 1-0".

2
.
.
. .
.
.
.
.
.
. . 5. Spread footing with square pedestal foundation shown,

STA ND A RD
.

.
. . . . . .
.

use Pile Foundation when shown on the Project Plans.

.
. . . .
. . . . .

"
For pile foundation details, see Standard Plan S8.

10"
SEE PROJECT PLANS

MORTAR
h = VARIABLE,
18-6" Min CLEARANCE TO BOTTOM OF FRAME

6. Anchor plates may be retained with hexagon nut or formed head as alternatives
WELD " COUPLING OR DRILL to details shown.
AND TAP FOR " SHORT
7"

NIPPLE, SAME SIDE AS SIGN 7. On single post sign structures, the post shall be raked out of plumb, with the
353

FACE. PLUG WITH RECESSED use of the leveling nuts to make the bottom of the sign frame level.
PIPE PLUG. SEE Std PLAN ES-15C
8. At final position of post all top and bottom nuts shall be tightened against
base plate.

SEE Std PLAN S3

WELD OR DRILL OPTIONAL 9. When foundation is located on a steep slope with exposed face of concrete adjacent
AND TAP FOR 1" JOINT to traffic, see "Detail C" on Standard Plan S8, as applicable.

PLA N
CHASE NIPPLE,
CJP
ELEVATION
PERPENDICULAR TO 10. Slope protection required when indicated on the Project Plans.
SIGN PANEL AXIS AWAY G
ANCHORAGE DETAILS
FROM APPROACHING
TRAFFIC. PLUG WITH
RECESSED PLUG. SEE GRIND EDGES SMOOTH, ROUGHNESS OF
" x 1" Min
STANDARD PLAN ES-15C EDGES NO GREATER THAN 1000 MICROINCHES
BACKING RING

"

S2
1" Min, 6" Max

BARS TOTAL 16
9-0" Min
h-2 Max

1
NEMA 3R ENCLOSURE, SEE TABLE
VARIES

BARS TOTAL 16
SEE SEE Std PLAN ES-15C 3" SEE TABLE
GROUND SURFACE POST WALL Clr
ADJACENT TO
" NEOPRENE GASKET
TRAFFIC
CEMENTED TO COVER
BASE Elev " HHCS-" LS AXIS OF SIGN
TACK WELD Hex NUT
10 GAUGE COVER "
GROUND SURFACE INSIDE, TOTAL 4 3 r
l #5 @ 3
3-0"

PLAN C
AWAY FROM TRAFFIC #5 SPIRAL @ 3
Min

BARS CONTOUR CONTACT EDGES OF

6-6"

STRUCTURAL TUBING TO FIT SECTION G-G SECTION G-G

SEE
OUTSIDE DIAMETER OF PIPE
"ANCHORAGE
CONDUIT, SEE G G
DETAILS"
TACK WELD Hex NUT ROUND PEDESTAL SQUARE PEDESTAL
ELECTRICAL PLANS TO WALL OF TUBE
" Dia Hex HEAD
BOLT WITH NUT 3"
#5 STIRRUPS @ 12 COVER NOT SHOWN
"

BOTH WAYS
ELLIPTICAL HANDHOLE
2-6"

#5 @ 3 FOR SQUARE PEDESTAL,

5

OPENING TO MATCH
#5 SPIRAL @ 3 FOR ROUND PEDESTAL
PATTERN PROVIDED
BOTTOM OF " STATE OF CALIFORNIA

FOOTING Elev Typ DEPARTMENT OF TRANSPORTATION

Clr
3"

EXCAVATE TO NEAT LINES NOT ALL FOOTING

1

AND PLACE CONCRETE

AGAINST UNDISTURBED
REINFORCEMENT
HANDHOLE = PIPE OVERHEAD SIGNS-TRUSS
SHOWN. FOR FOOTING TS 7 x 5 x x 1"
MATERIAL. PAY LIMIT
FOR EXCAVATION IS 1-0"
DIMENSIONS AND Reinf,
SEE TABLE ELEVATION SINGLE POST TYPE
OUTSIDE EDGE OF FOOTING 3"
Clr
POST TYPES II THROUGH IX
TYPICAL DETAILS OF
ELEVATION NO SCALE
See Note 5
HANDHOLE AND COVER
S2

9-22-15